CN114492234A - Dynamic floating type fan surface rainwater distribution and rainwater load calculation method - Google Patents

Dynamic floating type fan surface rainwater distribution and rainwater load calculation method Download PDF

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CN114492234A
CN114492234A CN202210029516.3A CN202210029516A CN114492234A CN 114492234 A CN114492234 A CN 114492234A CN 202210029516 A CN202210029516 A CN 202210029516A CN 114492234 A CN114492234 A CN 114492234A
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孙寒冰
吴松
郑兴
郝红彬
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Abstract

The invention belongs to the technical field of computational fluid mechanics, and particularly relates to a method for calculating rainwater distribution and rainwater load on the surface of a dynamic floating type fan. The method comprises the steps of measuring the wind speed, the wind pressure and the wind direction of a wind field around a dynamic floating type fan, and constructing a wind field calculation domain in a stable state by taking measured data as boundary conditions; measuring the rainfall intensity of the offshore area of the working position of the dynamic floating type fan, and injecting a rain phase into a numerical wind field; constructing a wind and rain field SRF calculation system, and solving a wind and rain coupling effect control equation; calculating to obtain surface rainwater distribution based on rainfall event observation data; and calculating the impact force of the rainwater on the surface infinitesimal area of the fan on the collision with the fan, and further integrating the whole surface of the fan to obtain the surface rain load of the fan. The method can be used for calculating the rain load of a static building and calculating the rain load of a fan with dynamic characteristics.

Description

一种动态浮式风机表面雨水分布及雨载荷的计算方法A calculation method of rainwater distribution and rain load on the surface of a dynamic floating fan

技术领域technical field

本发明属于计算流体力学技术领域,具体涉及一种动态浮式风机表面雨水分布及雨载荷的计算方法。The invention belongs to the technical field of computational fluid mechanics, and in particular relates to a method for calculating the rainwater distribution and rain load on the surface of a dynamic floating fan.

背景技术Background technique

WAR(Wind And Rain)指的是在风作用下原本竖直降落的雨滴具有水平速度矢量的现象。WAR是影响机械、建筑等外表面湿热性能和耐久性的重要湿气来源之一,不仅会对被作用物体产生附加作用力,影响其性能,同时它会导致表面物理学中一些不希望出现的现象,如外墙表面的冻伤、材料的侵蚀。对于浮式风机而言,由于其所处环境的特殊性,时常在风雨共同作用的工况下进行工作,因此WAR现象对风机的机械磨损、工作效率等具有显著的影响,同时WAR立面分布对物体建筑防水设计、防水材料开发,以及温湿性能研究等均具有重要推动作用,所以确定旋转状态下风机的表面雨水分布以及雨荷载特性对浮式风机而言具有显著的意义。WAR (Wind And Rain) refers to the phenomenon that raindrops falling vertically under the action of wind have a horizontal velocity vector. WAR is one of the important sources of moisture that affects the damp-heat performance and durability of external surfaces such as machinery and buildings. It will not only produce additional forces on the object to be acted upon and affect its performance, but also lead to some undesirable effects in surface physics. phenomena such as frostbite on the exterior wall surface, erosion of materials. For floating fans, due to the particularity of their environment, they often work under the combined effect of wind and rain. Therefore, the WAR phenomenon has a significant impact on the mechanical wear and work efficiency of the fans. At the same time, the WAR facade distribution It plays an important role in promoting the waterproof design of objects and buildings, the development of waterproof materials, and the research on temperature and humidity performance. Therefore, it is of great significance to determine the surface rainwater distribution and rain load characteristics of the fan in the rotating state for floating fans.

针对此问题,发明人基于现有技术方法发现以下不足:In response to this problem, the inventor found the following deficiencies based on the prior art method:

目前有三种方法可以估计物体建筑表面的WAR雨水分布及荷载效应:(1)测量、(2)半经验方法、(3)计算流体动力学(CFD)法。There are currently three methods for estimating WAR rainwater distribution and loading effects on building surfaces: (1) measurements, (2) semi-empirical methods, and (3) computational fluid dynamics (CFD) methods.

第一,物体立面WAR的测量难度大、耗时长,且容易出现误差,而且它们也受限于实验时的气象条件。First, the measurement of object facade WAR is difficult, time-consuming, and prone to errors, and they are also limited by the meteorological conditions during the experiment.

第二,半经验方法快速且易于使用,但它们只给出了WAR强度的近似值,不能提供详细信息。此外半经验方法无法可靠地考虑所有影响WAR强度的因素,特别是在多建筑环境中。Second, semi-empirical methods are fast and easy to use, but they only give an approximation of WAR strength, not detailed information. Furthermore, semi-empirical methods cannot reliably account for all factors affecting WAR strength, especially in multi-building environments.

第三,目前CFD方法对降雨工况的计算采用基于欧拉两相流的拉格朗日粒子追踪法(LPT模型),该模型需要在精细的计算网格上跟踪数千个雨滴才能获得准确的结果,因此计算成本让很多研究者望尘莫及。研究者必须仔细定义每个雨滴直径的雨滴注入位置,以便它们覆盖整个立面。对于不同的参考风速和参考风向值,必须重复此步骤。此外,此方法需要以非常小的时间步长进行计算,以获得准确的结果。因此,LPT的所有步骤,即预处理、求解和后处理,都非常耗时。这主要适用于研究者时间充裕的情况,以及研究者具有充足的计算资源。再者目前CFD方法对于风雨工况下的研究只集中于静态的建筑物。Third, the current CFD method for the calculation of rainfall conditions adopts the Lagrangian particle tracking method (LPT model) based on Euler two-phase flow, which requires tracking thousands of raindrops on a fine computing grid to obtain accurate results. Therefore, the computational cost is beyond the reach of many researchers. The researchers had to carefully define the droplet injection locations for each droplet diameter so that they covered the entire façade. This step must be repeated for different reference wind speed and reference wind direction values. Furthermore, this method requires computations in very small time steps to obtain accurate results. Therefore, all the steps of LPT, i.e. preprocessing, solving and postprocessing, are very time-consuming. This is mainly applicable when the researcher has sufficient time and the researcher has sufficient computing resources. Furthermore, the current research on CFD methods for wind and rain conditions only focuses on static buildings.

因此,对于具有动态特性的在风带雨工况下的风机而言,还在等待着一种准确、高效、适用性更广的雨荷载计算方法。Therefore, for wind turbines with dynamic characteristics under wind and rain conditions, an accurate, efficient and more applicable rain load calculation method is still waiting.

发明内容SUMMARY OF THE INVENTION

本发明的目的在于提供一种动态浮式风机表面雨水分布及雨载荷的计算方法。The purpose of the present invention is to provide a method for calculating the rainwater distribution and rain load on the surface of the dynamic floating fan.

一种动态浮式风机表面雨水分布及雨载荷的计算方法,其特征在于,包括以下步骤:A method for calculating the rainwater distribution and rain load on the surface of a dynamic floating fan, characterized in that it comprises the following steps:

步骤1:测量动态浮式风机周围风场的风速、风压、风向,将测量数据作为边界条件构建处于稳态的风场计算域;Step 1: Measure the wind speed, wind pressure and wind direction of the wind field around the dynamic floating fan, and use the measured data as boundary conditions to construct a steady-state wind field calculation domain;

处于稳态的风场计算域的控制方程如下:The governing equation of the wind field calculation domain in a steady state is as follows:

Figure BDA0003465717960000021
Figure BDA0003465717960000021

Figure BDA0003465717960000022
Figure BDA0003465717960000022

Figure BDA0003465717960000023
Figure BDA0003465717960000023

Figure BDA0003465717960000024
Figure BDA0003465717960000024

Figure BDA0003465717960000025
Figure BDA0003465717960000025

其中,xi、xj分别表示第i、j方向的位移;ui、uj分别表示第i、j方向的平均风速;ρa表示空气的密度;p为空气的压力;K表示湍流动能;ε表示湍流耗散率;τij表示雷诺应力;μ表示空气粘度;μt表示空气湍流粘度;GK表示平均速度产生的湍流动能梯度;Cμ、C、C和σε均为常数;Among them, x i and x j represent the displacement in the i and j directions respectively; u i and u j represent the average wind speed in the i and j directions respectively; ρ a represents the density of the air; p is the pressure of the air; K represents the turbulent kinetic energy ;ε is the turbulent dissipation rate; τ ij is the Reynolds stress; μ is the air viscosity; μ t is the air turbulent viscosity; G K is the turbulent kinetic energy gradient generated by the average velocity; C μ , C , C and σ ε are all constant;

步骤2:测量动态浮式风机工作处近海区域的降雨强度Rh;在已知降雨强度的基础上,确定在该降雨强度Rh下的雨由哪些不同尺寸的雨滴组成以及不同尺寸雨滴的降落速度;在处于稳态的风场计算域的顶部和入口两个面上加入由不同尺寸雨滴组成的不同连续雨相,构建欧拉多相场,将测量得到的雨滴尺寸、雨滴降落速度、雨相分数作为欧拉多相场的边界条件;Step 2: Measure the rainfall intensity R h in the offshore area where the dynamic floating fan works; on the basis of the known rainfall intensity, determine which raindrops of different sizes are composed of raindrops under the rainfall intensity R h and the raindrops of different sizes fall Velocity; different continuous rain phases composed of raindrops of different sizes are added to the top and inlet surfaces of the steady-state wind field calculation domain to construct an Euler multiphase field. The phase fraction is used as the boundary condition of the Euler polyphase field;

由于雨滴下落过程可以看为一个先加速后匀速的过程,在到达地面之前雨滴会保持一个不变的末速度,因此在计算域边界条件上雨相的初始速度为雨滴末速度Vk(dk),dk为第k相雨的雨滴直径,Vk(dk)表示直径为dk的第k相雨的雨滴末速度;雨相分数αk的计算方法为:Since the falling process of raindrops can be regarded as a process of first acceleration and then uniform velocity, the raindrops will maintain a constant final velocity before reaching the ground, so the initial velocity of the rain phase on the boundary conditions of the computational domain is the final velocity of the raindrops V k (d k ), d k is the raindrop diameter of the k-th phase rain, V k (d k ) represents the raindrop velocity of the k-th phase rain with a diameter of d k ; the calculation method of the rain phase fraction α k is:

Figure BDA0003465717960000026
Figure BDA0003465717960000026

将风机表面、地面和出口的雨相的边界条件设置为:当正常风速速度矢量从计算域指出时,雨相分数梯度

Figure BDA0003465717960000027
等于零,当正常的风速速度矢量指向计算域时,雨相分数αk的值等于零;利用此边界条件,雨和外墙壁、风机表面之间的相互作用就可以不用被考虑,雨滴一旦到达壁边界就离开该区域,所以就可以忽略其他因素的能量损失;Set the boundary conditions for the rain phase on the fan surface, ground and outlet as: the fractional gradient of the rain phase when the normal wind speed velocity vector is pointed out from the computational domain
Figure BDA0003465717960000027
is equal to zero, when the normal wind velocity vector points to the computational domain, the value of the rain phase fraction α k is equal to zero; using this boundary condition, the interaction between the rain and the outer wall and the fan surface can not be considered, once the raindrops reach the wall boundary leave the area, so the energy loss of other factors can be ignored;

步骤3:模拟动态浮式风机在风雨中启动到维持稳态的过程,采用单一旋转参考系法,即风机不动,坐标系进行旋转并对坐标系中的量进行坐标变换,进而对计算域进行求解;Step 3: Simulate the process of the dynamic floating fan from starting to maintaining a steady state in wind and rain, using a single rotating reference system method, that is, the fan does not move, the coordinate system rotates, and the coordinates in the coordinate system are transformed, and then the computational domain solve;

雨相和风相相结合,计算采用单向耦合的假设,即风单向作用于雨;雨相被认为是一个连续体,每个雨相对应不同级别的雨滴大小;对于每个雨相,注入到风中之后,求解以下在与风相单项耦合时的连续性和动量方程,得到雨相分数以及速度场信息;The rain phase and the wind phase are combined, and the calculation adopts the assumption of one-way coupling, that is, the wind acts on the rain in one direction; the rain phase is considered as a continuum, and each rain corresponds to different levels of raindrop sizes; for each rain phase, the injected After reaching the wind, solve the following continuity and momentum equations when coupled with the wind phase mononomially to obtain the rain phase fraction and velocity field information;

Figure BDA0003465717960000031
Figure BDA0003465717960000031

Figure BDA0003465717960000032
Figure BDA0003465717960000032

其中,αk′为计算域中风相与雨相耦合后,第k相雨的雨相分数;ρw为雨滴密度;g为重力加速度;Cd为阻力系数;ReR为相对雷诺数,

Figure BDA0003465717960000033
Figure BDA0003465717960000034
是风相速度矢量,
Figure BDA0003465717960000035
是雨相速度矢量;where α k ′ is the rain fraction of the kth phase rain after the wind phase and rain phase are coupled in the computational domain; ρ w is the raindrop density; g is the acceleration of gravity; C d is the drag coefficient; Re R is the relative Reynolds number,
Figure BDA0003465717960000033
Figure BDA0003465717960000034
is the wind phase velocity vector,
Figure BDA0003465717960000035
is the rain phase velocity vector;

步骤4:基于降雨事件观测数据计算得到表面雨水分布;Step 4: Calculate the surface rainfall distribution based on the rainfall event observation data;

定义风雨作用下建筑外表面雨水分布的参数为捕获比,捕获比的定义为风作用下的雨强度与水平面雨强度的比,而全域捕获比η的大小又和每个雨相特定的捕获比

Figure BDA0003465717960000036
直接相关,两者计算公式如下:The parameter that defines the distribution of rainwater on the outer surface of the building under the action of wind and rain is the capture ratio, which is defined as the ratio of the rain intensity under the action of wind to the rain intensity on the horizontal plane, and the size of the global capture ratio η is related to the specific capture ratio of each rain phase.
Figure BDA0003465717960000036
Directly related, the two calculation formulas are as follows:

Figure BDA0003465717960000037
Figure BDA0003465717960000037

Figure BDA0003465717960000038
Figure BDA0003465717960000038

其中,u(k)为第k相雨最终计算的撞击末速度矢量;fh(dk)为降雨强度Rh下,第k相直径为dk的雨相在水平面上的尺寸概率分布值;Among them, u(k) is the final calculated end-impact velocity vector of the kth phase rain; f h (d k ) is the size probability distribution value of the rain phase with a diameter of d k of the kth phase on the horizontal plane under the rainfall intensity R h ;

步骤5:计算风机表面微元面积Δs上雨水碰撞风机撞击力F,进而对风机整体表面积分,得到风机表面雨荷载;Step 5: Calculate the impact force F of the rain on the fan surface micro-element area Δ s , and then integrate the overall surface of the fan to obtain the rain load on the fan surface;

风机表面微元面积Δs上雨水碰撞风机撞击力为:The impact force of rain on the fan surface micro-element area Δ s is:

F=ρwηRhΔsuF=ρ w ηR h Δ s u

其中,u为所有雨相在撞击风机壁面前的末速度的合速度。Among them, u is the combined velocity of the terminal velocity of all rain phases before hitting the fan wall.

本发明的有益效果在于:The beneficial effects of the present invention are:

本发明将欧拉多相模型与多重旋转参考系(SRF)及碰撞理论耦合,用于计算动态旋转浮式风机表面雨水分布及所受雨荷载。本发明既能用于计算静态的建筑的雨荷载,也能用于计算具有动态特征的风机的雨致荷载,解决了现有的计算方法在计算风雨荷载中耗时长、操作繁琐、计算资源耗费大、只能对静态建筑物进行计算等问题。The invention couples the Euler multiphase model with the multiple rotating reference frame (SRF) and the collision theory, and is used to calculate the rainwater distribution and the rain load on the surface of the dynamic rotating floating fan. The present invention can be used to calculate the rain load of static buildings, and can also be used to calculate the rain load of fans with dynamic characteristics, and solves the problem that the existing calculation method takes a long time in calculating the wind and rain load, the operation is cumbersome, and the calculation resources are consumed. Large, can only be calculated for static buildings and other issues.

附图说明Description of drawings

图1为本发明的原理图。FIG. 1 is a schematic diagram of the present invention.

图2为Best测量计算出的通过水平面的雨滴大小分布的数据图。Figure 2 is a data graph of the size distribution of raindrops passing through the horizontal plane calculated by Best measurements.

图3为Gunn和Kinzer测量的不同尺寸雨滴末速度大小分布。Figure 3 shows the size distribution of the velocity of raindrops with different sizes measured by Gunn and Kinzer.

图4为旋转参考坐标系(SRF)原理图。Figure 4 is a schematic diagram of a rotating reference frame (SRF).

图5为风机表面雨水分布计算结果图。Figure 5 shows the calculation result of the rainwater distribution on the fan surface.

图6为风机叶片雨致压力分布结果图。Fig. 6 is a graph showing the results of the rain-induced pressure distribution on the fan blades.

图7为计算完成之后风相及雨相流线的展示图。Fig. 7 is a display diagram of the streamlines of the wind and rain phases after the calculation is completed.

具体实施方式Detailed ways

下面结合附图对本发明做进一步描述。The present invention will be further described below with reference to the accompanying drawings.

为解决现有的计算方法在计算风雨荷载的诸多局限性,如耗时长、操作繁琐、计算资源耗费大、只能对静态建筑物进行计算等问题,本发明提供了一种基于计算流体力学,将欧拉多相模型与多重旋转参考系(SRF)及碰撞理论耦合,用于计算动态旋转浮式风机表面雨水分布及所受雨荷载的方法。In order to solve the many limitations of the existing calculation methods in calculating wind and rain loads, such as long time consumption, cumbersome operation, high computational resource consumption, and only static buildings can be calculated, the present invention provides a computational fluid dynamics-based method. A method for coupling the Euler polyphase model with multiple rotating frames of reference (SRF) and collision theory to calculate the rain distribution and rain loads on the surface of a dynamic rotating floating fan.

结合图1,以某近海区域已安装进行作业的浮式风机为例,一种动态浮式风机表面雨水分布及雨载荷的计算方法,具体包括以下步骤:With reference to Figure 1, taking a floating fan installed and operating in an offshore area as an example, a method for calculating the rainwater distribution and rain load on the surface of a dynamic floating fan includes the following steps:

步骤一、测量所需要的风场数据,构建风场;Step 1. Measure the required wind field data and construct the wind field;

首先测量位于浮式风机周围200米边界处风场的相关数据(风速、风压,风向),将测量得到的风场数据作为所构建数值风场的边界条件。采用稳定的雷诺平均Navier-Stokes(RANS)以及KOmegaSST湍流模型来计算不可压缩湍流风与风机的相互作用过程,并且能计算出两者相互作用稳定后的流场的信息。KOmegaSST湍流模型在标准k-ω模型的基础上考虑了湍流剪应力的传输,也考虑了低雷诺数、可压缩性和剪切流传播。控制方程如下:First, measure the relevant data (wind speed, wind pressure, wind direction) of the wind field at the 200-meter boundary around the floating wind turbine, and use the measured wind field data as the boundary conditions for the numerical wind field to be constructed. The stable Reynolds-averaged Navier-Stokes (RANS) and KOmegaSST turbulence models are used to calculate the interaction process between the incompressible turbulent wind and the fan, and the information of the flow field after the interaction between the two can be calculated. The KOmegaSST turbulence model considers the transfer of turbulent shear stress on top of the standard k-ω model, but also considers low Reynolds numbers, compressibility, and shear flow propagation. The governing equations are as follows:

Figure BDA0003465717960000041
Figure BDA0003465717960000041

Figure BDA0003465717960000042
Figure BDA0003465717960000042

Figure BDA0003465717960000043
Figure BDA0003465717960000043

Figure BDA0003465717960000044
Figure BDA0003465717960000044

Figure BDA0003465717960000051
Figure BDA0003465717960000051

其中,xi、xj分别表示第i、j方向的位移;ui、uj分别表示第i、j方向的平均风速;ρa表示空气的密度;p为空气的压力;K表示湍流动能;ε表示湍流耗散率;τij表示雷诺应力;μ表示空气粘度;μt表示空气湍流粘度;GK表示平均速度产生的湍流动能梯度;Cμ、C、C和σε均为常数;分别取Cμ=0.11、C=1.92、C=1.44和σε=1.21。Among them, x i and x j represent the displacement in the i and j directions respectively; u i and u j represent the average wind speed in the i and j directions respectively; ρ a represents the density of the air; p is the pressure of the air; K represents the turbulent kinetic energy ;ε is the turbulent dissipation rate; τ ij is the Reynolds stress; μ is the air viscosity; μ t is the air turbulent viscosity; G K is the turbulent kinetic energy gradient generated by the average velocity; C μ , C , C and σ ε are all Constants; take C μ =0.11, C =1.92, C =1.44 and σ ε =1.21, respectively.

步骤二、测量降雨强度,并在数值风场中注入雨相;Step 2: Measure the rainfall intensity and inject the rain phase into the numerical wind field;

测量动态浮式风机工作处近海区域的降雨强度Rh,在已知降雨强度的基础上,确定该降雨强度下的雨由哪些不同尺寸的雨滴组成以及不同尺寸雨滴的降落速度。在步骤一经过计算后得到的稳定风场计算域的顶部注入由不同尺寸雨滴组成的不同连续雨相,构建欧拉多相场,将测量得到的降雨强度相关参数(雨滴尺寸、雨滴降落速度、雨相分数)作为欧拉多相场的边界条件。Measure the rainfall intensity R h in the offshore area where the dynamic floating fan works. Based on the known rainfall intensity, determine which raindrops of different sizes are composed of raindrops and the falling speeds of raindrops of different sizes. Different continuous rain phases composed of raindrops of different sizes are injected into the top of the calculation domain of the stable wind field obtained after the calculation in step 1 to construct an Eulerian multiphase field, and the measured rainfall intensity related parameters (raindrop size, raindrop falling speed, rain fraction) as the boundary condition for the Euler polyphase field.

在处于稳态的风场流域的顶部和入口两个面上加入不同的雨相(一种雨相代表一种尺寸的雨滴),此研究选用固定的降雨强度,每个固定的雨强对应选取一套不同尺寸的雨滴组合,比如选取0.1mm/h的雨强,现共设置二十相雨,每一个雨相都有一个相分数和速度矢量,二十种雨相的雨滴直径范围从0.1到1毫米间隔0.1mm,1到2毫米间隔0.2mm,2到7毫米间隔1mm,雨滴直径的选取依然依据了Best测量计算出的通过水平面的雨滴大小分布的数据图,如图2所示。Different rain phases (one rain phase represents a raindrop of one size) are added to the top and the inlet of the steady-state wind field. In this study, a fixed rainfall intensity is selected, and each fixed rain intensity is selected correspondingly. A set of raindrop combinations of different sizes. For example, a rain intensity of 0.1mm/h is selected. Now a total of twenty rain phases are set. Each rain phase has a phase fraction and velocity vector. The diameters of the twenty rain phases range from 0.1 To 1 mm, the interval is 0.1 mm, the interval between 1 and 2 mm is 0.2 mm, and the interval between 2 and 7 mm is 1 mm. The selection of raindrop diameter is still based on the data map of the size distribution of raindrops passing through the horizontal plane calculated by Best measurement, as shown in Figure 2.

雨相的边界条件依然由雨滴末速度Vk(dk)、相分数αk两个参数控制,下面会介绍边界条件上这两个参数的求解方法。由于雨滴下落过程可以看为一个先加速后匀速的过程,在到达地面之前雨滴会保持一个不变的末速度,因此在计算域边界条件上雨相的初始速度为雨滴末速度Vk(dk)。雨滴末速度大小测量由Gunn和Kinzer进行,如图3所示。The boundary conditions of the rain phase are still controlled by two parameters, the raindrop end velocity V k (d k ) and the phase fraction α k . The solution methods for these two parameters on the boundary conditions will be introduced below. Since the falling process of raindrops can be regarded as a process of first acceleration and then uniform velocity, the raindrops will maintain a constant final velocity before reaching the ground, so the initial velocity of the rain phase on the boundary conditions of the computational domain is the final velocity of the raindrops V k (d k ). Raindrop end velocity size measurements were performed by Gunn and Kinzer, as shown in Figure 3.

边界条件上雨相分数的大小亦为固定值,大小通过公式6计算得出。dk为第k相雨的雨滴直径,Vk(dk)表示直径为dk的第k相雨的雨滴末速度。The size of the rain fraction on the boundary condition is also a fixed value, and the size is calculated by formula 6. d k is the raindrop diameter of the k-th phase rain, and V k (d k ) represents the raindrop velocity of the k-th phase rain with a diameter of d k .

Figure BDA0003465717960000052
Figure BDA0003465717960000052

对于风机表面、地面和出口的雨相的边界条件的设置,采用以下自编边界条件:相分数梯度等于零,当正常风速速度矢量从计算域指出去的时侯,雨的相分数的梯度

Figure BDA0003465717960000053
等于零,当正常的风速速度矢量指向计算域时,相分数αd的值等于零。利用此边界条件,雨和壁面(外墙壁、风机表面)之间的相互作用就可以不用被考虑,雨滴一旦到达壁边界就离开该区域,所以就可以忽略其他因素的能量损失,比如雨滴在冲击过程中的蒸发、飞溅、破裂等。For the setting of the boundary conditions of the rain phase on the fan surface, ground and outlet, the following self-made boundary conditions are used: the phase fraction gradient is equal to zero, when the normal wind speed velocity vector is pointed out from the computational domain, the gradient of the rain phase fraction is
Figure BDA0003465717960000053
equal to zero, the value of the phase fraction α d is equal to zero when the normal wind velocity vector points to the computational domain. With this boundary condition, the interaction between the rain and the wall surface (external wall, fan surface) can not be considered, the raindrop leaves the area once it reaches the wall boundary, so the energy loss of other factors can be ignored, such as the impact of the raindrop Evaporation, splashing, cracking, etc. during the process.

步骤三、运用旋转参考系模型;Step 3. Use the rotating reference frame model;

当稳态风场计算结束之后,往计算域里注入雨相,并且风机开始转动起来,模拟5MW风机在风雨中启动到维持稳态的过程,由于本项研究只关注于风机在风雨中的转动维持稳态后的相关气动性能,所以采用CFD常用的SRF方法(单一旋转参考系法),即风机不动,坐标系进行旋转并对坐标系中的量进行坐标变换,进而对计算域进行求解。SRF方法区别于滑移动网格,不存在网格移动及交换,大大节省了计算的时间成本。图4为SRF区别于滑移网格的原理图。After the calculation of the steady-state wind field is completed, the rain phase is injected into the calculation domain, and the fan starts to rotate, simulating the process of starting the 5MW fan in the wind and rain to maintaining the steady state. Since this study only focuses on the rotation of the fan in the wind and rain To maintain the relevant aerodynamic performance after the steady state, the SRF method (single rotating reference system method) commonly used in CFD is used, that is, the fan does not move, the coordinate system rotates, and the coordinates in the coordinate system are transformed, and then the computational domain is solved. . Different from the sliding grid, the SRF method does not have grid movement and exchange, which greatly saves the time cost of calculation. Figure 4 is a schematic diagram of the difference between the SRF and the slip grid.

步骤四、解风雨耦合作用控制方程;Step 4: Solve the governing equation of the wind-rain coupling action;

雨相和风相相结合,计算采用单向耦合的假设,即风单向作用于雨。这是一个有效的假设,因为空气中雨水的体积比小于1*10-4。雨相被认为是一个连续体,每个雨相对应不同级别的雨滴大小,对于每个雨相,注入到风中之后,求解了以下在与风相单项耦合时的连续性和动量方程,就能得到雨相体积分数(相分数)以及速度场等流场信息。图7展示了流场中雨相和风相的流线图。The rain phase and the wind phase are combined, and the calculation adopts the assumption of one-way coupling, that is, the wind acts on the rain in one direction. This is a valid assumption because the volume ratio of rainwater in the air is less than 1*10 -4 . The rain phase is considered to be a continuum, and each rain corresponds to different levels of raindrop sizes. For each rain phase, after being injected into the wind, the following continuity and momentum equations when coupled with the wind phase are solved, as follows: Flow field information such as rain phase volume fraction (phase fraction) and velocity field can be obtained. Figure 7 shows the streamlines of the rain and wind phases in the flow field.

Figure BDA0003465717960000061
Figure BDA0003465717960000061

Figure BDA0003465717960000062
Figure BDA0003465717960000062

其中,αk′为计算域中风相与雨相耦合后,第k相雨的雨相分数;ρw为雨滴密度;g为重力加速度;Cd为阻力系数;ReR为相对雷诺数,其计算公式如下:where α k ′ is the rain phase fraction of the kth phase rain after the wind phase and rain phase are coupled in the computational domain; ρ w is the raindrop density; g is the acceleration of gravity; C d is the drag coefficient; Re R is the relative Reynolds number, which is the Calculated as follows:

Figure BDA0003465717960000063
Figure BDA0003465717960000063

其中,

Figure BDA0003465717960000064
是风相速度矢量,
Figure BDA0003465717960000065
是雨相速度矢量;in,
Figure BDA0003465717960000064
is the wind phase velocity vector,
Figure BDA0003465717960000065
is the rain phase velocity vector;

步骤四、基于降雨事件观测数据计算得到表面雨水分布;Step 4. Calculate the surface rainwater distribution based on the observation data of rainfall events;

求得雨相运动轨迹及控制参数之后,基于Best测量的不同尺寸雨滴分布概率图,求得雨水在建筑外表面的分布。After obtaining the movement trajectory and control parameters of the rain phase, the distribution of rainwater on the outer surface of the building is obtained based on the distribution probability map of raindrops of different sizes measured by Best.

定义风雨作用下建筑外表面雨水分布的参数为捕获比,捕获比的定义为风作用下的雨强度与水平面雨强度(即常规雨强度)的比。而全域捕获比η的大小又和每个雨相特定的捕获比

Figure BDA0003465717960000066
直接相关,两者计算公式如下:The parameter that defines the distribution of rainwater on the outer surface of the building under the action of wind and rain is the capture ratio, which is defined as the ratio of the rain intensity under the action of the wind to the rain intensity on the horizontal plane (ie, the conventional rain intensity). The size of the global capture ratio η is also related to the specific capture ratio of each rain phase.
Figure BDA0003465717960000066
Directly related, the two calculation formulas are as follows:

Figure BDA0003465717960000067
Figure BDA0003465717960000067

Figure BDA0003465717960000071
Figure BDA0003465717960000071

其中,,Rwdr(k)是风对雨的作用强度;u(k)为第k相雨最终计算的撞击末速度矢量;fh(dk)为降雨强度Rh下,第k相直径为dk的雨相在水平面上的尺寸概率分布值,具体需要参考图2。图5展示了降雨强度5mm/h下风机表面雨水分布最终的计算结果。Among them, R wdr (k) is the strength of wind on rain; u(k) is the final impact velocity vector of the k-th phase rain; f h (d k ) is the diameter of the k-th phase under the rainfall intensity R h is the size probability distribution value of the rain phase of d k on the horizontal plane, please refer to Figure 2 for details. Figure 5 shows the final calculation results of the rain distribution on the fan surface under the rainfall intensity of 5 mm/h.

步骤五、碰撞理论计算得到雨荷载。Step 5: Calculate the rain load by collision theory.

雨与结构物之间的相互作用过程遵循牛顿第二定律。The interaction process between rain and structures follows Newton's second law.

由动量定理公式:By the momentum theorem formula:

Figure BDA0003465717960000072
Figure BDA0003465717960000072

其中,τ为雨碰撞墙壁的时间,f(t)为雨相撞击力矢量,u为所有雨相在撞击风机壁面前的末速度的合速度,m为雨相质量。Among them, τ is the time for the rain to hit the wall, f(t) is the impact force vector of the rain phase, u is the combined velocity of the final velocities of all the rain phases before hitting the fan wall, and m is the rain phase mass.

所以撞击力为:So the impact force is:

Figure BDA0003465717960000073
Figure BDA0003465717960000073

由于雨滴直径一般较小,而撞击墙面前的末速度比较大,因此为简化计算,取碰撞时间Since the diameter of raindrops is generally small, and the final velocity before hitting the wall is relatively large, in order to simplify the calculation, take the collision time

Figure BDA0003465717960000074
Figure BDA0003465717960000074

又因为风机表面捕获比的定义为:风作用下的雨强度与水平面雨强度的比值,即风机表面雨强为:And because the surface capture ratio of the fan is defined as: the ratio of the rain intensity under the action of the wind to the rain intensity on the horizontal plane, that is, the rain intensity on the surface of the fan is:

R=η×Rh (15)R=η×R h (15)

其中,η为风机表面捕获比,Rh为水平降雨强度。然而雨强等于单位时间一定面积上降雨的体积。所以τ时间内,风机表面微元面积Δs上雨水质量为:Among them, η is the surface capture ratio of the wind turbine, and R h is the horizontal rainfall intensity. Rain intensity, however, is equal to the volume of rainfall over a given area per unit time. Therefore, within τ time, the quality of rainwater on the fan surface micro-element area Δ s is:

m=ρwηRhΔsτ (16)m=ρ w ηR h Δ s τ (16)

风机表面微元面积Δs上雨水碰撞风机撞击力为:The impact force of rain on the fan surface micro-element area Δ s is:

F=ρwηRhΔsu (17)F=ρ w ηR h Δ s u (17)

对风机整个表面积分,计算出整个风机表面雨荷载。Integrate the entire surface of the fan to calculate the rain load on the entire fan surface.

图6展示了风机叶片A、B、C沿径向的雨致压力分布。选取的近海区域工况为水平风速6m/s、11.4m/s,风压力为50N、转速为12.1RPM,雨强为5mm/h。Figure 6 shows the radial rain-induced pressure distribution of fan blades A, B, and C. The selected operating conditions in the offshore area are horizontal wind speed of 6m/s, 11.4m/s, wind pressure of 50N, rotational speed of 12.1RPM, and rain intensity of 5mm/h.

本发明既能用于计算静态的建筑的雨荷载,也能用于计算具有动态特征的风机的雨致荷载,解决了目前国内外在风雨工况下风机雨水分布及雨致荷载计算的局限性及空白。The invention can be used to calculate the rain load of static buildings and the rain load of fans with dynamic characteristics, and solves the limitations of the current wind and rain conditions at home and abroad in the calculation of the rain distribution and the rain load of fans. and blank.

以上所述仅为本发明的优选实施例而已,并不用于限制本发明,对于本领域的技术人员来说,本发明可以有各种更改和变化。凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and changes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included within the protection scope of the present invention.

Claims (1)

1. A method for calculating the rainwater distribution and the rainwater load on the surface of a dynamic floating type fan is characterized by comprising the following steps:
step 1: measuring the wind speed, wind pressure and wind direction of a wind field around the dynamic floating type fan, and constructing a stable wind field calculation domain by using the measured data as boundary conditions;
the control equation for the wind field calculation domain at steady state is as follows:
Figure FDA0003465717950000011
Figure FDA0003465717950000012
Figure FDA0003465717950000013
Figure FDA0003465717950000014
Figure FDA0003465717950000015
wherein x isi、xjRespectively representing the displacement in the ith and the j directions; u. ofi、ujRespectively representing the average wind speed in the ith and the jth directions; rhoaRepresents the density of air; p is the pressure of air; k represents turbulent kinetic energy; ε represents the turbulent dissipation ratio; tau isijRepresents the reynolds stress; μ represents air viscosity; mu.stRepresents the air turbulence viscosity; gKRepresenting the turbulent kinetic energy gradient produced by the average velocity; cμ、C、CAnd σεAre all constants;
step 2: measuring rainfall R of offshore area of dynamic floating type fan working positionh(ii) a Determining the rainfall intensity R on the basis of the known rainfall intensityhThe rains are composed of raindrops of different sizes and the falling speeds of the raindrops of different sizes; adding different continuous rain phases composed of raindrops with different sizes on the top and the inlet of a wind field calculation domain in a stable state to construct an Euler multiphase field, and measuring the sizes and the raindrops of the raindropsThe landing speed and the rain phase fraction are used as boundary conditions of the Euler multiphase field;
the raindrop falling process can be regarded as a process of accelerating first and then keeping constant speed, and the raindrop can keep a constant final speed before reaching the ground, so that the initial speed of the raindrop phase on the boundary condition of the calculation domain is the final speed V of the raindropk(dk),dkDiameter of raindrop of kth-phase rain, Vk(dk) Denotes the diameter dkThe end-of-raindrop velocity of the kth-phase rain; rain phase fraction alphakThe calculation method comprises the following steps:
Figure FDA0003465717950000016
setting the boundary conditions of the rain phases of the surface of the fan, the ground and the outlet as follows: rain phase fraction gradient when normal wind speed velocity vector is indicated from the calculation field
Figure FDA0003465717950000017
Equal to zero, rain phase fraction alpha when normal wind speed velocity vector points to the calculation domainkIs equal to zero; by utilizing the boundary condition, the interaction between rain and the outer wall and the surface of the fan can be not considered, and once the raindrops reach the boundary of the wall, the raindrops leave the area, so that the energy loss of other factors can be ignored;
and step 3: simulating the process from starting the dynamic floating fan in the weather to maintaining the stable state, and adopting a single rotating reference system method, namely, the fan is not moved, a coordinate system rotates and coordinate transformation is carried out on the amount in the coordinate system, so as to solve the calculation domain;
combining the rain phase and the wind phase, and adopting the assumption of unidirectional coupling in calculation, namely that the wind acts on rain in a unidirectional way; the rain phase is considered as a continuum, each rain corresponds to a different level of raindrop size; for each rain phase, after the rain phase is injected into wind, solving the following continuity and momentum equation when the rain phase is in single-term coupling with the wind phase to obtain rain phase fraction and speed field information;
Figure FDA0003465717950000021
Figure FDA0003465717950000022
wherein alpha isk' calculating the rain phase fraction of the kth phase rain after the wind phase is coupled with the rain phase in the domain; rhowIs raindrop density; g is the acceleration of gravity; cdIs a coefficient of resistance; reRThe relative reynolds number is the relative reynolds number,
Figure FDA0003465717950000023
Figure FDA0003465717950000024
is the vector of the velocity of the wind phase,
Figure FDA0003465717950000025
is the rain phase velocity vector;
and 4, step 4: calculating to obtain surface rainwater distribution based on rainfall event observation data;
the parameters defining the distribution of rain on the external surface of the building under the action of wind and rain are capture ratios, which are defined as the ratio of the intensity of rain under the action of wind to the intensity of rain on the horizontal plane, and the size of the global capture ratio eta is equal to the capture ratio eta specific to each rain phasedk(k) The two are directly related, and the calculation formulas are as follows:
Figure FDA0003465717950000026
Figure FDA0003465717950000027
wherein u (k) is the final collision velocity vector finally calculated by the k-th phase rain; f. ofh(dk) As intensity of rainfall RhLower, the k-th phase diameter is dkThe size probability distribution value of the rain phase on the horizontal plane;
and 5: calculating the surface infinitesimal area delta of the fansThe upper rainwater collides with the impact force F of the fan, and then the integral of the whole surface of the fan is obtained to obtain the surface rain load of the fan;
fan surface infinitesimal area deltasThe impact force of the upward rainwater collision fan is as follows:
F=ρwηRhΔsu
wherein u is the resultant velocity of the final velocities of all the rain phases before impacting the wall surface of the fan.
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